A concrete footing 1.5 m x 1.5 m wide has its base at a depth of 2 m below the groud surface. Angle of friction = 10° Unit wt. of soil = 18 KN/m³ %3D Cohesion of soil = 60 KPa %3D Saturated unit wt. = 20 KN/m³ %3D Bearing capacity factors for local shear failure at 0 = 10° No' = 7.5 Ng' = 1.8 Ny' = 0.48 The water table is 0.80 below the ground surface. Determine the net allowable bearing capacity for lacal shear failure assuming factor of safety of 3.

A concrete footing 1.5 m x 1.5 m wide has its base at a depth of 2 m below the groud surface. Angle of friction = 10° Unit wt. of soil = 18 KN/m³ %3D Cohesion of soil = 60 KPa %3D Saturated unit wt. = 20 KN/m³ %3D Bearing capacity factors for local shear failure at 0 = 10° No' = 7.5 Ng' = 1.8 Ny' = 0.48 The water table is 0.80 below the ground surface. Determine the net allowable bearing capacity for lacal shear failure assuming factor of safety of 3.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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